31_CS101_R1_AMENDMENT 008.pdf
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- Solicitation number
- N6247026R0012
About this file
This is a technical drawing for fire protection repairs at Portsmouth Naval Shipyard in Kittery, Maine. The document is NAVFAC Drawing No. CS101, titled "Site and Utilities Plan," prepared by the Naval Facilities Engineering Systems Command – Mid-Atlantic. The project involves construction of a concrete equipment pad with dimensions extending 6 inches beyond the approved equipment's outer limits, coordination of conduit riser locations based on manufacturer recommendations, and installation of electric ductbank connections. The scope includes pipe trenches, post indicating valves, mechanical couplings to existing water lines, concrete stoops, bollards, and painted pavement markings (4-inch wide white lines). Additional work encompasses excavation of test holes with documentation submission to the Contracting Officer, and coordination with existing utility infrastructure including roof leaders and downspouts.
The contract requires coordination with the Contracting Officer for final equipment pad dimensions and layout before installation. A qualified fire protection engineer must inspect the fire protection service line construction up to the connection point with existing infrastructure. The base bid includes a lump sum covering quantities indicated in drawings and specifications. Additionally, 30 cubic yards of rock removal (tracked as 6 units of 5 cubic yards) will be provided at unit price rates. The project includes bituminous concrete pavement work and addresses site constraints per Sheets G-005 and G-006. Any means and methods requiring work beyond the indicated limits, including pavement, concrete, and turf removal and replacement, must be performed at no additional cost to the Government. The drawing is dated 14 September 2023 and was checked by S. Rucinski with design management by T. Carleton.
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Text version
FF=19.8'
FF=10.3'
FF=13.7'
FF=22.8'
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
FF=13.1'
AB EW
(6")
EA
E
EW(12")
ES
S(
ES
S(
AB EW(1")
EW
(6
AB EW(1")
ESS(6")
ES
S(
8"
ESS(8")
EUE
EUE(3W)
ES
S(
6"
EUE(6W)
AB OXY(1.5")
AB ACET(1.5")
EUE(2W)
EU
E(
2W
ESD(6")
ES
D( 6"
ES
D(
4")
AB ESD(6")
EW
(6
ECA(1.5")
EC
A(
1.5
AB ESS(21")
EUEEUE
EUE
EW(1")
EU
E
EW(1")
ESD(6")
ECA(3")
ESTM(2")
ECND(1.5")
EUC
EUE(6W)
EUE(6W)
EW(3")
UE
(6
W
ECA(1.5")
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8"
EUE(6W)
EUE(3W)
AB
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AB EUC(2W)
W(1")
EU
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W (8
EUC(3W)
AB EUC(2W)
EUE
AB EW
AB ESS(6")
ESD(6")
UE(6W
SATISFACTORY TO DATE
APPROVED
FOR COMMANDER NAVFAC
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SHEET
NAVFAC DRAWING NO.
DESIGNER
DRAWN BY
CHECKED BY
OF
EPROJECT NO.:
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
FEAD/PM&E
FIRE PROTECTION
B6 0 R
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UNCLASSIFIED
UNCLASSIFIED
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T. CARLETON
L. LYONS
S. RUCINSKI
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GRAPHIC SCALE
KEYNOTES
PLAN
NORTH
SITE AND UTILTIES PLAN
(THIS SHEET ONLY)
ST
O
RE
R
ST
RE
ET
TU
RN
ER
S
TR
EE
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BL
DG
BLDG 60
BLDG 62A
BLDG 65
CONCRETE EQUIPMENT PAD. DIMENSIONS SHOWN ARE FOR A BASIS OF
DESIGN EQUIPMENT. COORDINATE WITH CONTRACTING OFFICER FOR FINAL
SIZE AND LAYOUT OF CONCRETE PAD BEFORE INSTALLATION. PROVIDE PAD
DIMENSIONS EXTENDING 6 INCHES BEYOND THE OUTER MOST LIMITS OF THE
APPROVED EQUIPMENT CHOSEN. COORDINATE CONDUIT RISER LOCATIONS
BASED ON APPROVED EQUIPMENT CHOSEN AND IN ACCORDANCE WITH THE
MANUFACTURERS RECOMMENDATIONS. SEE DETAIL C3/C-502.
PIPE TRENCH. SEE DETAIL B4/C-503.
POST INDICATING VALVE. SEE DETAIL A4/C-503.
ELECTRIC DUCTBANK. SEE DETAIL A1/C-502, A3/C-502 AND C2/C-201.
CONNECT TO EXISTING WATER LINE WITH SLEEVE TYPE MECHANICAL
COUPLING.
CONCRETE STOOP (REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS).
BOLLARD. SEE DETAILS C1/C-504 AND C3/C-504.
PAINTED PAVEMENT MARKING - 4" WIDE WHITE LINE.
(LIMIT OF)
(LIMIT OF)
(TYP OF 6)
IR SOIL SITE
HIGHEST ANNUAL TIDE
(HAT) LINE, ELEV=5.8'
TOP OF SLOPE
GENERAL SHEET NOTES
1. SEE ELECTRICAL AND TELECOMMUNICATIONS DRAWINGS FOR ELECTRICAL
AND TELECOMMUNICATIONS SCOPE OF WORK.
2. SEE ELECTRICAL DRAWINGS FOR LIGHTNING PROTECTION SCOPE OF WORK.
3. SEE MECHANICAL AND PLUMBING DRAWINGS FOR MECHANICAL AND
PLUMBING SCOPE OF WORK.
4. SEE SHEET G-005 FOR ARCHAEOLOGICAL CONSTRAINTS AND REQUIREMENTS.
5. SEE SHEET CX101 FOR MISCELLANEOUS SINK HOLE LOCATIONS AND DETAIL
C1/C-502 FOR SCOPE OF REPAIRS.
6. QUALIFIED FIRE PROTECTION ENGINEER (QFPE) MUST INSPECT THE
CONSTRUCTION OF THE FIRE PROTECTION SERVICE LINE UP TO THE POINT OF
CONNECTION TO EXISTING.
7. SEE SHEET G-006 FOR SITE CONSTRAINTS AND REQUIREMENTS.
8. IF MEANS AND METHODS REQUIRE WORK BEYOND THE LIMITS TO COMPLETE
THE CONTRACT SCOPE, INCLUDE PAVEMENT, CONCRETE AND TURF REMOVAL
AND REPLACEMENT SET FORTH IN THE CONTRACT DOCUMENTS AT NO
ADDITIONAL COST TO THE GOVERNMENT.
9. IN ADDITION TO THE QUANTITIES INDICATED, PROVIDE 30 CUBIC YARDS (6
UNITS OF 5 CUBIC YARDS) OF TOTAL PROJECT ROCK REMOVAL NOT
OTHERWISE INDICATED ON THE DRAWINGS, SPECIFICATIONS, OR REPORTS.
THE QUANTITIES INDICATED IN THE DRAWINGS AND SPECIFICATIONS ARE TO
BE INCLUDED IN THE LUMP SUM BASE BID LINE ITEM. THE 30 CUBIC YARDS (6
UNITS OF 5 CUBIC YARDS) QUANTITY INDICATED ABOVE WILL BE TRACKED AS
A UNIT PRICE.
BITUMINOUS CONCRETE PAVEMENT. SEE DETAIL C1/C-502.
(LIMIT OF)
(LIMIT OF)
EO
P
(TYP)
CORPORATION STOP CONNECTION. SEE DETAIL A3/C-503.
GATE VALVE. SEE DETAIL A1/C-503.
JOINT RESTRAINT. SEE DETAIL B2/C-503.
(TYP)
CONNECT DUCTBANK TO EXISTING BUILDING. SEE DETAIL B3/C-502.
(TYP)
EOP
47-1
60A
AC603A
AC811
AC801
MH309
AC812
MH308
48-1
UTILITY FOUNDATION WALL PENETRATION. SEE DETAIL A1/C-504.
CONCRETE PAD EXPANSION. DRILL AND DOWEL 12" LONG #4 BARS
EMBEDDED 6" INTO EXISTING CONCRETE PAD AND FILL ANNULAR VOID WITH
EPOXY GROUT, 12" OC. SEE DETAIL C3/C-502 (SIM).
DS
7.0'±
(TYP)
W(3")
DAP
DAP
DEW
CS101
CHECK GRAPHIC SCALE BEFORE USING
30'10 20'10' 5' 1"=10'
EXIST UTILITY DUCT WITH
ESTM(3") AND ECND(1.5")
EXIST UTILITY DUCT WITH
ESTM(3") AND ECND(1.5")
EXIST UTILITY DUCT WITH
ESTM(4") AND ECND(1.5")
EXIST UTILITY DUCT
WITH AB EHW
ESTM(3") AND
ECND(1.5") RISERS
ESTM(2.5")
(18.0' x 6.0')22.5'
.0' 10
.0'
5 16
6 11 12
17 14
5.0
(LIMIT OF)20
.0'
(T
YP
) 20.0' (TYP) 9.0
' (T
YP
3 9.0
.5'
9.0
CONNECT DUCTBANK TO EXISTING MANHOLE AC801. SEE DETAIL B4/C-502.
(4.0' x 3.0', EACH) 1
SMOOT STREET
AC70
CONNECT TO EXISTING ROOF LEADER WITH DOWNSPOUT AT GRADE
(SEE DETAIL C4/C-504).
PAINTED PAVEMENT MARKING - 4" WIDE WHITE LINE BORDER AND INTERIOR
LINES AT 45 DEGREES 3.0' OC.
BASE BID:
OPTION 9:
BITUMINOUS CONCRETE PAVEMENT. SEE DETAIL C1/C-502.
16 CONNECT DUCTBANK TO EXISTING BUILDING. SEE DETAIL B3/C-502.
ELECTRIC DUCTBANK. SEE DETAIL A1/C-502 AND A3/C-502.17
FIRE PROTECTION SERVICE PROFILE. SEE DETAIL A2/C-201.18
19 EXCAVATE TEST HOLE, RECORD INFORMATION AND SUBMIT TO CO, SEE
NOTES 24, 25, 26 AND 27 ON SHEET C-001.
(TYP)12
EDMH
MH310
R=2'
24 EXCAVATE TEST HOLE, RECORD INFORMATION AND SUBMIT TO CO, SEE
NOTES 24, 25, 26 AND 27 ON SHEET C-001.
3.0'
3.0'
11.8' 5.6'±
5.0'
(TYP OF 2)
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